Laserfiche WebLink
411 Hydraulic Analysis <br />Job Number: 230109 <br />Report Description: Residential <br />Pi e Type <br />Diameter <br />Flow <br />Velocity <br />HWC <br />Friction Loss <br />h <br />7EqLtength <br />Length <br />Pressure <br />Summary <br />Downstream Elevation Discharge K-Factor Pt Pn Fittings <br />Upstream <br />M•••••Route 1 <br />••••• <br />DR <br />0.8740 <br />12.96 <br />6.93 <br />150 <br />0.093926 <br />2'-4 <br />Pf <br />0.595 <br />562 <br />462 <br />185-5 <br />185'-10 <br />12.96 <br />4.9 <br />7.000 <br />7.412 <br />Sprinkler, <br />E(4'-0) <br />4'-0 <br />6'-4 <br />Pe <br />Pv <br />-0.183 <br />BL <br />0.8740 <br />1.10 <br />0.59 <br />150 <br />0.000980 <br />1V-2 <br />Pf <br />0.015 <br />462 <br />433 <br />185'-10 <br />185'-10 <br />7.412 <br />7.427 <br />T(3'-0) <br />Tr(1'-0) <br />4'-0 <br />15'-2 <br />Pe <br />Pv <br />BL <br />0.8740 <br />14.32 <br />7.66 <br />150 <br />0.112890 <br />20W <br />Pf <br />4.469 <br />433 <br />426 <br />185-10 <br />176-10 <br />13.22 <br />7.427 <br />15.798 <br />Flow (q) from Route 2 <br />5T(3'-0), E(4'-0) <br />19'-0 <br />39W <br />Pe <br />Pv <br />3.902 <br />BL <br />1.1010 <br />26.18 <br />8.82 <br />150 <br />0.111991 <br />26'-SY= <br />Pf <br />8.203 <br />426 <br />443 <br />176-10 <br />159'-8 <br />11.86 <br />15.798 <br />31.443 <br />Flow (q) from Route 3 <br />2E(5'-0), T(5'-0), 4Tr(1'-0), f(-0.0 <br />00), f(-3.000), b(1'-0) <br />20'-0 <br />46'-5Yz <br />Pe <br />Pv <br />7.443 <br />MS <br />1.5980 <br />26.18 <br />4.19 <br />150 <br />0.018250 <br />0'-7 <br />Pf <br />0.029 <br />443 <br />440 <br />159'-8 <br />158'-9 <br />31.443 <br />31.871 <br />Tr(1'-0), BOR, GloV <br />V-0 <br />V-7 <br />Pe <br />Pv <br />0.399 <br />MS <br />1.5980 <br />26.18 <br />4.19 <br />150 <br />0.018250 <br />47'-7 <br />Pf <br />1.288 <br />440 <br />185 <br />158'-9 <br />154'-7'/z <br />31.871 <br />34.938 <br />E(9'-0), 2E(7'-0), E(-0.000) <br />23'-0 <br />70'-7 <br />Pe <br />Pv <br />1.779 <br />UG <br />0.9950 <br />26.18 <br />10.80 <br />150 <br />0.183354 <br />0'-0 <br />Pf <br />16.867 <br />185 <br />198 <br />154'-7'/z <br />154'-7'/z <br />34.938 <br />51.805 <br />2E(-0.000), WMV(-1.867), AngV <br />(-15.000) <br />0'-0 <br />Pe <br />Pv <br />UG <br />1.1010 <br />26.18 <br />8.82 <br />150 <br />0.111991 <br />6'-2'/2 <br />Pf <br />1.365 <br />198 <br />220 <br />154'-7'/z <br />154'-7'/2 <br />51.805 <br />53.170 <br />T(5'-0), b(1'-0) <br />6'-0 <br />12'-2'% <br />Pe <br />Pv <br />UG <br />8.3900 <br />17.15 <br />0.10 <br />140 <br />0.000003 <br />149'-2 <br />Pf <br />0.001 <br />220 <br />127 <br />154'-7'/z <br />149'-3'/2 <br />53.170 <br />55.490 <br />Ee2(15'-3), EE(15'-3), GV(6'-9'/z) <br />37'-4 <br />186'-5'/2 <br />Pe <br />Pv <br />2.320 <br />UG <br />8.3900 <br />26.18 <br />0.15 <br />140 <br />0.000006 <br />297'-5'/2 <br />Pf <br />0.002 <br />127 <br />1 <br />149'-3'/z <br />129'-3'/2 <br />9.03 <br />55.490 <br />64.164 <br />Flow (q) from Route 4 <br />Eel(16-3), 2GV(6'-9'/z), T(59'-4 <br />''/z), S <br />88'-2/2 <br />385'-8 <br />Pe <br />Pv <br />8.671 <br />0.00 <br />Hose Allowance At Source <br />1 <br />26.18 <br />-*••••• Route 2••••• <br />DR <br />0.8740 <br />13.22 <br />7.07 <br />150 <br />0.097360 <br />0'-5 <br />Pf <br />0.333 <br />556 <br />433 <br />185-5 <br />185'-10 <br />13.22 <br />4.9 <br />7.277 <br />7.427 <br />Sprinkler, <br />T(3'-0) <br />3'-0 <br />3'-5 <br />Pe <br />Pv <br />-0.183 <br />- ..... Route 3••••• <br />BL <br />0.8740 <br />11.86 <br />6.34 <br />150 <br />0.079706 <br />37'-3 <br />Pf <br />4.483 <br />462 <br />426 <br />185'-10 <br />176'-10 <br />7.412 <br />15.798 <br />Tr(1'-0) <br />4T(3'-0), E(4'-0), 2Tr(1'-0) <br />19'-0 <br />56,-3 <br />Pe <br />Pv <br />3.902 <br />W•••••Route 4••••• <br />UG <br />8.3900 <br />9.03 <br />0.05 <br />140 <br />0.000001 <br />468'-9'/z <br />Pf <br />0.001 <br />220 <br />127 <br />154'-7'/z <br />149'-3'% <br />17.15 <br />53.170 <br />55.490 <br />Flow (q) from Route 1 <br />4EE(15'-3), Eel(15'-3), GV(6'-9 <br />142'-6 <br />611'-3'/z <br />Pe <br />Pv <br />2.320 <br />Equivalent Pipe Lengths of Valves and Fittings (C=120 only) <br />Actual Inside Diameter <br />Schedule 40 Steel Pie Inside Diameter <br />p <br />4.87 <br />= Factor <br />C Value Multiplier <br />Value Of C 100 130 140 <br />MultiplyingFactor 0.713 1.16 1.33 <br />150 <br />1.51 <br />& © M.E.P.CAD "11 AutoSPRINK 2023 v18.1.44.0 9/5/2024 3:48:27PM Page 6 <br />